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101.
Yang Wunian Zhu Zhangsen Institute of Remote Sensing GIS Chengdu University of Technology Chengdu Sichuan Liu Xinzhu Yang Wencai 《《地质学报》英文版》1997,71(3):344-354
The structural feature shown on a remote sensing image is a synthetic result ofcombination of the deformations produced during the entire geological history of an area.Therefore, the respective tectonic stress field of each of the different stages in the complexdeformation of an area can be reconstructed in three steps: (1) geological structures formed atdifferent times are distinguished in remote sensing image interpretation; (2) structuraldeformation fields at different stages are determined by analyzing relationships betweenmicrostructures (joints and fractures) and the related structures (folds and faults); and (3)tectonic stress fields at different stages are respectively recovered through a study of the featuresof structural deformation fields in different periods. Circular structures and related circlular and radial joints are correlated in space to con-cealed structural rises. The authors propose a new method for establishing a natural model ofthe concealed structural rises and calculating the tectonic stress field by using quantitative dataof the remote sensing information of circular structures and related linear structures. 相似文献
102.
岩体结构力学岩体工程地质力学的新发展 总被引:6,自引:1,他引:6
本文从岩体工程地质力学角度, 研讨了岩体结构力学的意义, 地位与作用。作者就个人的认识, 将岩体结构力学的理论特点, 概括为五个方面, 即再变形和再破坏, 岩体结构的控制作用、岩体结构控制论、赋存环境以及关于岩体的多种力学介质和力学模型构成的力学体系。 相似文献
103.
结构动力模型试验相似理论及其验证 总被引:17,自引:0,他引:17
通过几何比尺为2的两个有机玻璃模型的结构动力试验,验证了结构动力模型试验的弹性相似律和弹性力一重力相似律。得到了以下结论:(1)大小模型频率符合相似律,一阶频率误差为2.7%、4.1%,二阶频率误差为O、6.05%。弹性相似律比弹性力一重力相似律更适合于频率预测的试验。(2)大小模型的加速度、应变符合相似律,弹性相似律的加速度误差为-1.55%~8.75%,应变误差为O.377%~7.297%。弹性力-重力相似律的加速度误差为3.07%~4.158%,应变误差为6.849%~12.959%。(3)不同相似律大小模型的时问比尺吻合很好。加速度与应变时程曲线的波形一致,既无漏峰也无错峰。 相似文献
104.
The Wahongshan fault zone in Qinghai province is one of the most important faults in westem China. In this paper, deformation and X-ray petrofabrics have been studied in the middle segment of the fault. The results show that the formation of the fault zones can be divided into two major stages: ductile shear deformation stage and brittle deformation stage. The early stage ductile shearing leads to the formation of the NW-NNW trending mylonite zones along the fault, which is intensely cut by the late-formed brittle faults. X-ray petrofabrics of rocks near the faults indicate that the minerals in the tectonites show a great degree of orientation in the alignment. The quartz, which is a very important mineral in the tectonites, is deformed by basal face gliding or near basal face gliding, and sometimes by prismatic face sliding, which indicates that the rocks are deformed in epithermal to mesothermal or mesothermal environment, and the dynamic recrystallization also plays an important role in the formation 相似文献
105.
GEOCHEMICAL CHARACTERISTICS OF GRANITES AND ITS STRUCTURAL GENETIC ENVIRONMENT IN THE NANDAN-HECHI METALLOGENETIC BELT, NORTHWEST GUANGXI 总被引:3,自引:0,他引:3
The Nandan-Hechi metallogenetic belt is the most important tin-polymetallic producing district in China, and is the location of the Dachang super-large tin deposit. Based on the detailed field investigation and isotopic data, the stages of magmatic activity in the Nandan-Hechi metallogenetic belt have been lined out in this paper. Through the study about the geochemical characteristics of different granites, and by using ω(Al2O3)-ω(SiO2), ω(TFeO)/[ω(TFeO) ω(MgO)]-ω(SiO2), AFM, ACF and Rb-Yb Ta, Rb-Y Nb,Ta-Yb, Nb-Y discrimination diagrams in combination with regional geological setting analysis, the authors carried out analyses about the structural environment for the formation of the granites, and discussed the structural environment and dynamic setting for the large scale mineralization in this area. Our study indicates that the majority of the granites in Nandan-Hechi metallogenetic belt belong to the POG type,while the later stage alaskite belongs to the RRG CEUG type. The granites were formed at the stage of structural transformation from postorogenic phase to intraplate setting. But the major structural environment is characterized by steady regional extension. The formation age for the granites coincides with the time for this transformation, and this translation environment is favored for large-scale metallogenesis. 相似文献
106.
应用柴达木盆地地震、非地震资料进行综合解释研究发现,新生代盆地深、浅层构造存在较大差异,盆地沉积在不同时期受到不同构造格局的控制。古近系受近东西向构造控制,新近系受北西向构造控制,显示了柴达木盆地新生代为不同时期受不同方向构造控制的大型叠合盆地。盆地地层深、浅层构造变形特征不同,深层表现为陡倾的逆冲断裂构造,以断块构造为主要特征;中浅层表现为滑脱褶皱与滑脱断裂构造;地表在背斜核部发育斜列展布的正断层构造。盆地经历了多旋回沉积和多方式的后期改造,不同的构造组合形成了不同的储油气构造模式,认识这一点对于盆地深层的油气勘探,特别是寻找隐蔽油气藏具有重要意义。 相似文献
107.
经过近几十年的研究,人们已经普遍认为青藏高原是由几条近东西向的块体先后拼贴而成,大型的东西向构造是高原内部最明显的构造特征。然而根据最近所获得的有关西藏高原以及附近地区的重力场、地震层析成像、地震活动性、水平位移速度场以及地质等资料,发现整个西藏高原内部存在着明显的两条重要的南北向或近南北向构造和一些小型的南北向构造,它们将西藏高原划分为西、中、东三个有各自构造特点的部分;西侧的南北向构造沿84°~85°E延伸,东侧的近南北向构造位于92°~94°E之间。这两个构造带在上述的多种地球物理资料中均有良好的显示,是重要的重力异常变异带、重要的热结构边界带、重要的地震活动带,也是明显的地貌陡变带,等等。高原西部地形崎岖,剥蚀最深,布格重力异常最高,目前向北北西方向运动;中部地区地表平坦,发育众多的南北向地堑裂谷,东西向伸展活动最明显,海拔最高,集中分布了7座超过8000m的高峰,目前向北东东方向运动;而东部地区地形也比较崎岖,发育许多目前仍在强烈活动的走滑断层,在这些断层之间,地块相对转动,目前向北东甚至南东方向运动。造成西藏高原东西分段的原因现在还不清楚,笔者等倾向认为造成这种现象可能是由于与欧亚板块发生碰撞的印度板块在横向上也是西、中、东分段的,印度 相似文献
108.
Structural features and petroleum geology of the fold-thrust belt in the southern Tarim basin, China
The west Kunlun fold-thrust belt (WKFTB) and the Altun fold-thrust belt (AFTB) are respectively located in the southern margin of the Tarim basin, NW China. The analyses of typical structures and regional dynamics of the fold-thrust belts reveal their different structural and petroleum features and mechanisms. WKFTB differs from AFTB by abundant fault-related folds and triangles zones, and was formed by northward extrusion of the west Kunlun orogen. AFTB was affected synchronously by northward extrusion of the Altun orogen and the sinistral strike-slipping of the Altun Fault, so it is characterized by the minor scale and the monotonous structural styles. The Aqike anticline and the Aqike fault, of which the strikes are orthogonal to the strike of the fold-thrust belts, are regarded as the adjustive structures between both of the fold-thrust belts. The oil-gas pools of WKFTB develop mainly in the faulted-related anticline traps, but the oil-gas pools of AFTB develop mainly in the low fault-block and anticlines traps related with the paleo-uplifts. There are different exploration countermeasures for both of the fold-thrust belts. 相似文献
109.
This study investigates an electric‐type active mass driver (AMD) system for structural vibration control. Composed primarily of an electric servomotor and a ball screw, the electrical AMD system is free from noise problems, oil leakage, and labor‐intensive maintenance that commonly are associated with hydraulic AMD systems. The desired stroke amplification of the mass and the power demand of the servomotor can be adjusted via the ball screw pitch, which in turn affects the effectiveness and efficiency of the system. Meanwhile, an instantaneous optimal direct output feedback control algorithm is adopted. Numerical simulation is performed using a five‐story steel frame as the object structure under the conditions of the 1940 El Centro earthquake. The AMD system proves to be effective and efficient within a certain range of the ball screw pitch. The reductions of the peak responses can reach as high as 70% if properly designed. Requiring only the velocity measurement of the top floor for on‐line feedback control, the proposed control algorithm is recommended for practical implementation. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
110.
Avigdor Rutenberg 《地震工程与结构动力学》2004,33(7):881-896
The distribution of seismic base shear demand among ductile flexural cantilever walls, comprising the lateral load resisting system of a multistorey building, is studied. It is shown that the base shear force demand depends on the sequence of hinge formation at the wall bases, and this in turn depends on the relative wall lengths. Hence, the routine elastic approach in which the shear forces are allocated per relative flexural rigidity or (when some consideration is given to plastic hinge formation) to moment capacity at the wall base, may appreciably underestimate the shear force demand on the walls, particularly the shorter (usually the more flexible) ones. A simple procedure yielding the results of ‘cyclic’ pushover analysis is proposed to predict the peak seismic wall forces for a given total base shear when plastification is confined to the wall base. The effects of plastic hinges developing at higher floors on (1) shear distribution among the walls and (2) the in‐plane floor forces are also considered. Two numerical examples are presented to demonstrate the main points made. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献